Research Article
Dec 1981
Point Loads on Composite Deck-Reinforced Slabs
Publication: Journal of the Structural Division
Volume 107, Issue 12
Abstract
The behavior of composite deck-reinforced floor systems under concentrated loads is described. Laboratory experiments show that these floor systems may have a considerably larger capacity to support concentrated loads than indicated by existing design techniques. There are two sources of this additional strength. First, continuity of the slab and slip restraint of stud shear connectors increase the shear bond capacity. Further benefit is obtained through the distribution of the load effects over the weak direction of the one way slab. The utilization of these benefits may produce significant economics in the design of floors to resist concentrated loads.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Structural Division
Volume 107 • Issue 12 • December 1981
Pages: 2421 - 2429
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Dec 1981
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Charles W. Roeder, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Washington, Seattle, Wash. 98195
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.